Results 11 to 20 of about 12,885 (226)
Shear design of HSC beams with combination of links and horizontal web steel [PDF]
The existing recommendations in Eurocode 2 and the British Code of Practice for the shear design of beams are derived from research conducted essentially on normal-strength concrete (NSC) with cube strengths up to 50 MPa, and it was found that the shear ...
Al-Hussaini, Abbas +2 more
core +2 more sources
Shear friction and fracture based model for reinforced concrete beams with recycled materials
Shear resistance by beams without stirrups presents the transfer of shear and normal principal stresses across the open cracks within reinforced concrete (RC) beams.
Brian Jacks Odero +3 more
doaj +1 more source
Multiple Frames of Reference Are Used During the Selection and Planning of a Sequential Joint Action
Co-actors need to anticipate each other's actions to successfully perform joint actions. The frames of reference (FOR) used to simulate a co-actor's action could impact what information is anticipated. We hypothesized that co-actor's would adopt their co-
Matthew Ray, Timothy N. Welsh
doaj +1 more source
Morphology and function of the forelimb in arboreal frogs: specializations for grasping ability. [PDF]
Frogs are characterized by a unique morphology associated with their saltatory lifestyle. Although variation in the form and function of the pelvic girdle and associated appendicular system related to specialized locomotor modes such as swimming or ...
Blaylock +35 more
core +2 more sources
Dowel behaviour of rebars under combined axial and shear actions
AbstractThe resource of shear resistance provided by the dowel mechanism of rebar in reinforced concrete (RC) structures can significantly affected by the simultaneous presence of axial loading. This occurs for example of plastic hinges of seismic resistant structures.
Preti, M., Paderno, A., Cominoli, L.
openaire +1 more source
Some considerations on the Mac Dowell-Mansouri action [PDF]
references ...
openaire +4 more sources
Glass fiber-reinforced polymer (GFRP) bars are emerging as a potential replacement for steel rebars due to their vulnerability to corrosion. However, the shear behavior of GFRP bars is not well established, especially in functionally graded self ...
Husain Abbas +4 more
doaj +1 more source
Shear and punching shear according to the Critical Shear Crack Theory: background, recent developments and integration in codes [PDF]
The Critical Shear Crack Theory (CSCT) has been developed since 1985 to assess the shear resistance of members without shear reinforcement and the punching shear resistance of reinforced concrete slabs in a rational manner.
Aurelio Muttoni, João Tiago Simões
doaj +1 more source
Interface Model for Bond-Slip and Dowel-Action Behavior
This paper presents an interface element formulation for modeling dowel action and bond-slip behavior of steel reinforcing bars in the finite element analysis of concrete structures. The interface connects steel bar elements to concrete elements, and allows bar elements to have a smaller size than the concrete elements to which they are connected, to ...
Kottari, Alexandra +3 more
openaire +4 more sources

